Fig. 16
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a : Détermination des paramètres d'ajustement du ghassoul en état surconsolidé (σ'p = 600 kPa) durée de chargement 2 jours ; b : Ajustement de la loi hyperbolique pour les deux chargements du ghassoul ; c : Détermination des paramètres d'ajustement de la vase en état surconsolidé (σ'p = 600 kPa). Durée de chargement 2 jours ; d : Ajustement de la loi hyperbolique pour les deux chargements de la vase.
a: Determining adjustment parameters of overconsolidated ghassoul for two successive loadings of 2 days duration each – σ'p = 600 kPa; b: Hyperbolic fit for the two successive loadings of overconsolidated ghassoul; c: Determining adjustment parameters of overconsolidated mud for two successive loadings of 2 days duration each – σ'p = 600 kPa; d: Hyperbolic fit for the two successive loadings of overconsolidated mud.
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